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高面板堆石坝应力变形分析的三维子模型法研究
引用本文:汪明元,程展林,林绍忠,陈琴.高面板堆石坝应力变形分析的三维子模型法研究[J].长江科学院院报,2005,22(5):49-51,69.
作者姓名:汪明元  程展林  林绍忠  陈琴
作者单位:浙江大学,岩土工程研究所,杭州,310027;长江科学院土工研究所,武汉,430010;长江科学院总工程师室,武汉,430010;长江科学院材料与结构研究所,武汉,430010
摘    要:面板堆石坝的变形分析是复杂的三维"非连续变形"问题.针对这一问题,对MSC.Marc有限元程序进行了二次开发,发展了三维子模型法,模拟了面板3个方向的边界、复杂的材料分区与施工过程,对目前世界最高的水布垭面板堆石坝进行了数值仿真,有效地解决了目前存在的数值分析精度偏低的问题.

关 键 词:非连续变形  子模型法  混凝土面板堆石坝  双屈服面模型
文章编号:1001-5485(2005)05-0049-03
收稿时间:2004-08-18
修稿时间:2004-08-18

Study on 3D Submodel Method For Stress and Deformation Analysis for High Concrete Faced Rockfill Dam
WANG Ming-yuan,CHENG Zhan-lin,LIN Shao-zhong,CHEN Qin.Study on 3D Submodel Method For Stress and Deformation Analysis for High Concrete Faced Rockfill Dam[J].Journal of Yangtze River Scientific Research Institute,2005,22(5):49-51,69.
Authors:WANG Ming-yuan  CHENG Zhan-lin  LIN Shao-zhong  CHEN Qin
Abstract:Deformation analysis for concrete faced rockfill dam (CFRD) is a complicated 3D "discontinuous deformation" problem.For solving the problem,a MSC.Marc FEM program was redeveloped and a 3D submodel method presented.The method was used to make a numerical simulation for stress and deformation of Shuibuya CFRD,the highest CFRD in the world at present.The boundary of face slab in three directions,complicated material zoning and construction process were dealt with in the simulation.The problem of lower accuracy in the numerical analysis in CFRD was effectively solved.
Keywords:discontinuous deformation  submodel method  CFRD  model of double yield surfaces
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